US 65 Searcy over LITTLE RED RIVER
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 65 Searcy over LITTLE RED RIVER |
Structure number: | 0000000000A0690 |
Location: | 1.2 MI SE JCT 66 LESLIE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 279.9 ft. [85.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Year reconstructed: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,700 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 53.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Good | 4700 | 53.8 |
September 2016 | Fair | Fair | Fair | Good | 5400 | 53.8 |
September 2014 | Fair | Fair | Fair | Good | 5400 | 53.8 |
November 2012 | Fair | Fair | Fair | Good | 4600 | 47.5 |
December 2010 | Fair | Fair | Fair | Good | 4600 | 47.5 |
November 2008 | Fair | Fair | Fair | Good | 4600 | 47.5 |
November 2006 | Fair | Fair | Fair | Good | 5300 | 47.5 |
November 2004 | Fair | Fair | Fair | Good | 4800 | 47.5 |
December 2002 | Fair | Fair | Fair | Good | 5300 | 47.2 |
December 2000 | Fair | Fair | Fair | Good | 5000 | 47.2 |
December 1998 | Fair | Fair | Fair | Good | 5000 | 47.2 |
December 1996 | Fair | Fair | Fair | Good | 1940 | 50.8 |
October 1994 | Fair | Fair | Fair | Good | 1940 | 49.2 |
October 1992 | Fair | Fair | Fair | Good | 1940 | 49.2 |
October 1990 | Fair | Fair | Fair | Good | 2922 | 45.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 1,120 | 1,103 | 10 | 7 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 8,680 | 8,176 | 463 | 41 | 0 |
Wearing Surfaces | sq. ft. | 7,840 | 6,945 | 853 | 42 | 0 |
Substructure |
Reinforced Concrete Column | each | 22 | 9 | 2 | 11 | 0 |
Reinforced Concrete Abutment | linear ft. | 146 | 103 | 42 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 108 | 95 | 9 | 4 | 0 |
Joints |
Compression Joint | linear ft. | 186 | 0 | 170 | 16 | 0 |
Bearings |
Movable Bearing | each | 16 | 0 | 16 | 0 | 0 |
Fixed Bearing | each | 22 | 22 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 560 | 0 | 560 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,680 | 0 | 0 | 1,680 | 0 |